Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 22
If assume the stress intensity factor for a growing fatigue crack to be we 2 - dimensional finite element analyses weld geometries . In Figs . 1 and 2 are shown graphs for weld root and toe failure analysis respectively .
If assume the stress intensity factor for a growing fatigue crack to be we 2 - dimensional finite element analyses weld geometries . In Figs . 1 and 2 are shown graphs for weld root and toe failure analysis respectively .
Page 361
The addition of alloying elements is optimized through a computerized statistical analysis , involving all needed properties , strength , toughness and weldability . This optimisation is achieved by computer calculation using a programm ...
The addition of alloying elements is optimized through a computerized statistical analysis , involving all needed properties , strength , toughness and weldability . This optimisation is achieved by computer calculation using a programm ...
Page 665
FRACTURE PROGRAMME OF THE NETHERLANDS INSTITUTE OF WELDING : VALIDATION OF FRACTURE ANALYSIS METHODS H. J. M. van Rongen TNO Metals Research Institute Apeldoorn , The Netherlands wa $ 1 Applicability Accuracy Safety Assessment of ...
FRACTURE PROGRAMME OF THE NETHERLANDS INSTITUTE OF WELDING : VALIDATION OF FRACTURE ANALYSIS METHODS H. J. M. van Rongen TNO Metals Research Institute Apeldoorn , The Netherlands wa $ 1 Applicability Accuracy Safety Assessment of ...
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Contents
OFFSHORE MECHANICS | 1 |
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Copyright | |
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alloys analysis applied attachment base behaviour bending calculated carried chord compared composite Conference constant corrosion crack growth curve cycles depth determined developed distribution element energy Engineering environment equation experimental fabrication failure fatigue crack growth fatigue strength field Figure fracture fracture mechanics function geometry given grade heat higher improved increase indicated influence initiation International length load lower material mean measured Mechanics method normal observed obtained Offshore performed pipe pitting plate predicted presented pressure procedure production propagation properties range ratio reduced reference relation reported resistance samples shown shows similar solution specimens standard steel strain strength stress intensity factor stress range structure surface Table temperature tensile thickness effect toughness tubular joints values wall weld metal weld toe welded joints yield